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HomeMy WebLinkAbout2017-07-10-J01O ARC Phase 4_Pmt Est 51,1►`;� Waukee . f rip THE KEY TO GOOD LIVING AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: July 10, 2017 AGENDA ITEM: Consideration of approval of Partial Payment Estimate No. 5 to Concrete Technologies for the SE Alice's Rd PCC Pavement Widening SE University Avenue to 425-ft North of SE Olson Drive Project in the amount of $410,612.12. FORMAT: Consent Agenda SYNOPSIS INCLUDING PRO & CON: Concrete Technologies has requested Payment Estimate No. 5 for the work completed on SE Alice's Rd PCC Pavement Widening SE University Avenue to 425-ft North of SE Olson Drive project in the amount of $410,612.12. Foth Infrastructure and Environment, LLC has reviewed the payment estimate and recommends payment. Partial Payment No. 5 is for submitted quantities for pay period end date June 28, 2017. FISCAL BIPACT INCLUDING COSTBENEFIT ANALYSIS: $410,612.12 COMMISSIONBOARD/COMMITTEE COMMENT: STAFF REVIEW AND COMMENT: RECOMMENDATION: Approve Partial Payment No. 5 ATTACHMENTS: I. Partial Payment No. 5 IL Letter of Recommendation PREPARED BY: Beth Richardson/Rudy Koester �T�-- REVIEWED BY: John Gibson PUBLIC NOTICE INFORMATIONN — NAME OF PUBLICATION: DATE OF PUBLICATION: v Fot July 6, 2017 John Gibson Director of Public Works 805 University Avenue Waukee, IA50263 RE: Pay Request #5 SE Alices Rd PCC Pavement Widening SE University Avenue to 425-ft North of SE Olson Drive Dear Mr. Gibson: Attached please find a detailed Pay Request for City Council approval on July 10, 2017. Submitted Quantity • 5000 CY of Item 2, Excavation Class 10, Roadway & Borrow • 0.38 STA of Item 4, Locating Tile lines • 715.00 CY of Item 5, Topsoil, Strip, Salvage and Spread • 982.3 SY of Item 14, Temporary Pavement • 0.38 LS of Item 16, Removals, As Per Plan • 556.50 CY of Item 19, Class 20 Excavation • 89.12 CY of Item 20, Structural Concrete (Miscellaneous) • 8324.3 LB of Item 22, Reinforcing Steel • 1.0 EA of Item 26, 24" Concrete Apron • 0.75 EA of Item 34, SW-505 Intake • 0.75 EA of Item 36, SW-506 Mod 2 Intake • 1.0 EA of Item 41, S W-211 Connection to Exist. Storm Sewer Structure • 91 LF of Item 48, 18" RCP Storm • 65 LF of Item 49, 24" RCP Storm • 45 LF of Item 50, 30" RCP Storm • 91 LF of Item 52, 15" RCP Storm Sewer • 351 LF of Item 53, Removal of Storm less than or equal to 36" • 157.33 SY of Item 56, Removal of Pavement • 4.0 EA of Item 57, Removal of Intakes and Utility Accesses • 0.06 LS of Item 75, Construction Survey • 0.06 LS of Item 84, Traffic Control • 2.0 EA of Item 85, Flaggers • 3 CDAY of Item 86, Portable Dynamic Message Sign • 1 EA of Item 89, Fittings by Count (PVC) • 1 EA of Item 90, Valve, Gate 12" DIP • 1 EA of Item 91, Valve, Tapping Assembly • 6 EA of Item 92, Fire Hydrant Assembly • 1 EA of Item 94, Water Main Vertical Relocation • 106.75 TON of Item 100, Granular Bedding • 125 LF of Item 109, Perimeter and Slope Sediment Control Device, 12" Diameter • 1 EA of Item 112, Mobilization for Emergency Erosion Control 8191 Birchwood Court, Suite L Johnston, IA 50131 Phone: (515) 254.1393 Fax: (515) 254-1642 We have reviewed the submitted quantities and they appear to be in order with what has been constructed in the field. If City Staff concurs with this payment, we recommend the City of Waukee pay Concrete Technologies, Inc. of Grimes, Iowa in the amount of $410,612.12 for the work completed to date. Please let me know if you have any questions or need additional information. Sincerely, Foth Infrasttrruucturee an_d, Environment, LLC Joshua C. DeBower, P.E. Lead Civil Engineer Encl: Pay Request #5 dated 07/06/17 Ltr-2017-0706-SEAlicesRdPh4-Recommend PayApp5.docx 7/6/2017 PAY REQUEST 3 Waukee may 1090017" 6 Waukee Public Works Department 805 University Avenue Wauke, IA 50263 Phone (515) 978-7920 Fax (515) 9873979 Contractor: Concrete Technologies, Inc. 1001 SE 37th St Grimes, IA 50111 SE ALICES ROAD SE UNIVERSITY AVENUE TO BE OLSON DRIVE STP-U-0177(619)-70.25 Contract EID 26-0177.619 rPayPeriod $6,474,076.96 3/22/2017 11124/2017 End Date 6128/2017 Pay Request Number 5 Date 7IW2017 BID ITEMS Item No. Item Code Description Unit Est. Q . Unit Price Extended Price Quantity Completed Value Completed 1 2101-0850001 CLEARING AND GRUBBING ACRE 10 $875.00 $8,750.00 10.00 $8.750.00 2 2102-2710070 EXCAVATION, CLASS I0, ROADWAY B BORROW CY 19,817 $11.35 $224,922.95 5000.00 $56750.00 3 2102.2710090 EXCAVATION, CLASS 10, WASTE CY 1.424 $12,60 $17,94240 0.00 $0.00 4 21024MOW0 LOCATING TILE LINES STA 4 $412.00 $1,648.00 0.38 $156.56 5 21056425015 TOPSOIL, STRIP, SALVAGE AND SPREAD CY 7751 $tt25 $87.198.75 715.00 58,043.75 6 21074)875000 COMPACTION WITH MOISTURE AND DENSITY CONTROL CY 10.246 $3.101 $31.762,60 OU0 $0.00 7 211 M001000 SUBGRADE STABILIZATION MATERIAL, CRUSHED STONE SY 500 $1670 $8,350.00 0.00 $0.00 8 2113 0001100 SUBGRADE STABILIZATION MATERIAL, POLYMER GRID SY 500 $6.70 $3,350.00 0.00 $000 9 2115-0100000 MODIFIED SUBBASE CY 5,366 $31.65 $169,833.90 OU0 $0.00 10 2121-7425010 GRANULAR SHOULDERS, TYPE A TON 470 $40.40 $18,988.00 0.00 $0.00 11 2301-1033100 STANDARD OR SLIP FORM EGG PAVEMENT, CLASS C. CLASS 3 DURABIL SY 27,955 $64.50 $1,803,O7.53 0.00 $0.00 12 2301-4874106 MEDIAN, DOWELLED P.C. CONCRETE. 6 INCH BY 558 $91.85 $51,252.30 0.00 $0.00 13 2MI-6911722 PORTLAND CEMENT CONCRETE PAVEMENT SAMPLES LS 1 $1,810.00 $1.810.00 0.00 $0.00 14 2304-0101000 TEMPORARY PAVEMENT SY 4,632 $59.W $275,604,00 103.62 $118,025.57 15 23156275025 SURFACING, DRIVEWAY, CLASS A CRUSHED STONE TON 34 $40.40 $1,373.60 695.25 $28,088.10 16 24016750001 REMOVALS, AS PER PLAN LS 1 $30.900.00 $W .900.00 D47 $14,523.00 17 2402-0425031 GRANULAR BACKFILL TON 2,265 $20.60 $46,659.00 0.00 $0.00 18 24024425040 FLOODED BACKFILL CY 290 $72.10 $20,909.00 0.00 $0.00 19 2402.2720900 EXCAVATION, CLASS 20 CY 3.463 $29.90 $103,543.70 1112.W $33.263.75 20 24034100000 STRUCTURAL CONCRETE(MISCELLANEOUS) CY 262 $1,116.W $292,523.00 139.78 $156,064.37 21 2403-0100020 STRUCTURAL CONCRETE INCH) CY 296 $948.00 $280,608.00 0.00 $0.00 22 2404-7775000 REINFORCING STEEL LB 88,240 $3.60 $317,664.00 15680.80 $56,450.88 23 24146460000 ORNAMENTAL METAL RAILING LF 962 $76.25 $73.352.50 0.00 $0.00 24 24164000015 APRON, CONIC, IT EACH 1 $2.265.00 $2,265.00 1.00 $2,265.00 25 124164100018 APRON, GONG, IF EACH 1 $2.370.00 $2,370.00 0.00 $0.00 26 2416-0100024 APRON, CONIC, 24' EACH 2 $2,780.00 55,560.00 1.00 $2,780.00 27 2416-0100036 APRON, CONIC, 36- EACH 1 $3,810.00 $3,810.00 1.00 $3,810.00 28 2430-0000100 MODULAR BLOCK RETAINING WALL BE 593 $33.00 $19.569.00 0.00 $0GO 29 2435-0140148 MANHOLE, STORM SEWER, SW-401, 481W EACH 3 $2,990.00 $8.970.00 0.00 $D00 30 24354H40172 MANHOLE, STORM SEWER, SW-001, 721N. EACH 1 $6.180.001 $6,180,00 0.75 $4.635.00 31 2435-0140196 MANHOLE, STORM SEWER, SW-401, 961N. EACH 1 $18.025.00 $18,025.00 0.00 $0.00 32 2435-0250100 INTAKE, SW-501 EACH 7 $3,090.00 $21,630.00 1,50 $4,635.00 33 2435-0250300 INTAKE, SW5 3 EACH 5 $4.735.0D $23.675.00 6.00 $28,410.00 34 2435-0250500 INTAKE, SW-505 EACH 3 $4,430.00 $13.290.00 0.75 $3.322.W 35 24354)250600 INTAKE, SW-506 EACH 2 $6.18000 $12,360.00 1.60 $9,270.00 36 24350250610 INTAKE, SW-506 MOD EACH 1 $8,035.00 $8,03aw 0.75 $6,026.25 37 2435-0251224 INTAKE, SW-512,24' EACH 2 $1,750.00 $3,50000 5.00 $875000 38 2435-0251236 INTAKE, SW-512,36' EACH 3 $2,472.00 $7,416.00 1.00 $2.472.00 39 2435-0600020 MANHOLE ADJUSTMENT, MAJOR EACH 15 $1,442.00 $21,630.001 0.00 $0.00 PRS2017 0630-SE Ades Road Pham 4.ilare �y.,_.w.a,e.,_.yne..romwxsAnmweeeK,. oad m».a,m Page 1 of 4 40 2035-0600120 INTAKEADJUSTMENT, MAJOR EACH 57 $2,060,00 $10,300.00 0.00 $0,00 41 2435-0700010 SW-211, CONNECTION TO EXISTING STORM SEWER STRUCTURE EACH 6 $1,153.50 $6,921.00 7.00 $8,074.50 42 2501-8400172 TEMPORARY SHORING LS 1 $72,100.00 $72,100.00 0.00 $0.00 43 2502-2308110 CONTINUOUS TRENCH BRAIN (500-20) LF 25 $1,235.00 $30.875.00 0.00 $A.00 44 2502-8213206 SUBDRAIN, PVC. STANDARD, PERFORATED, 61N. LF 2.388 $14.45 $34,506.60 0.00 $0.00 45 2502-8221006 SUBDRAIN RISER, 6 IN., AS PER PLAN EACH 4 $800.00 $3,20000 0,00 $0.00 46 25028221303 SUBDRAIN OUTLET, DR-303 EACH 20 $309.00 $6,180.00 0.00 $0.00 47 25OW11012 STORM SEWER GRAVITY MAIN, TRENCHED.(HDPE), 121N. LF 251 $66.00 $16.566.00 0.00 $0.00 48 2503-0114218 STORM SEWER GRAVITY MAIN, TRENCHED, RCP, 2000D (CLASS III), 181 LF 995 $77.25 $76,86375 701.00 $54152.25 49 2M3-0114224 STORM SEWER GRAVITY MAIN, TRENCHED, RCP, 2000D (CLASS III), 241 LF 363 $87.50 $31.762.50 606.00 $53.025.00 50 2503-0114230 STORM SEWER GRAVITY WIN, TRENCHED, RCP, 20000(CLASS III), 30 IN LF 45 $108.25 $4.871,25 45.00 $4,871.25 51 2503-0114236 STORM SEWER GRAVITY MAIN, TRENCHED, RCR 20000 (CLASS III), 36 IP LF 1,070 $119.50 $127.865.00 1075.00 $128,462,50 52 2503-0114615 STORM SEWER GRAVITY MAIN, TRENCHED, RCP. 37WO (CLASS V), 15 IN LF 1,043 $77,25 $80,571.75 843.00 $65,121.75 53 2503-0200036 REMOVE STORM SEWER PIPE LESS THAN OR EQUAL T036IN. LF 1,044 $15.45 $16.129.80 904.00 $13,966.80 54 2504-0150410 SANITARY SEWER FORCE MAIN, TRENCHED, (PVC), 101N. LF 130 $84.50 $10.985.00 0100 $0.00 55 2507-8029000 EROSION STONE TON 30 $64.40 $1,932.00 19,22 $1,237.77 56 2510.6745850 REMOVAL OF PAVEMENT BY 14,804 $8.75 $129,535.00 1163.66 $10,182.06 57 251IN6750600 REMOVAL OF INTAKES AND UTILITY ACCESSES EACH 7 $900.00 $6,30000 7.00 $6,300.00 58 2511-0300000 REMOVAL OF RECREATION TRAIL BY 810 $6.60 $5,346.00 460.00 $3,036.00 59 2511-0302600 REC REATIONAL TRAIL, PORTLAND CEMENT CONCRETE, 61N. BY 2,893 $37.40 $108,199.20 0.00 $0.00 60 2511-6745900 REMOVAL OF SIDEWALK SY 296 $9.50 $2,812.00 5.78 $54.89 61 2511-7526005 SIDEWALK, P.C. CONCRETE, 51N. BY 868 $35.00 $30,380.00 0.00 $0.00 62 2511-7528101 DETECTABLE WARNINGS BE 328 $4225 $13,858.00 0.00 $0,00 63 2515-2475008 DRIVEWAY, P.C. CONCRETE, 81N. BY 1,001 $4740 $47,447.40 0.00 $0,00 64 2515-674%00 REMOVAL OF PAVED DRIVEWAY BY 2,046 $5.40 $11,048.40 206.33 $1,114.20 65 2518-6910000 SAFETY CLOSURE EACH 12 $103,00 $1.236.00 0.00 $0.00 66 2523-0000100 LIGHTING POLES EACH 18 $8,035.00 $144,63000 0.00 $0,00 67 2523-0000200 ELECTRICAL CIRCUITS LF 5,903 $10.30 $60.800.90 0.00 $0,00 68 2523-0000310 HANDHOLES AND JUNCTION BOXES EACH 25 $515.00 $12,875.00 0.00 $0,00 69 2523-OD00400 CONTROL CABINET EACH 1 $6.500.00 $6,500.00 0.00 $0,00 70 2524.6765210 REMOVAL OF TYPE A SIGN ASSEMBLY EA 49 $72.00 $3,528.00 0.00 $0,00 71 2524-9089100 DELINEATOR, RIGID -TYPEI EACH 4 $51.50 $206.00 0.00 $0.00 72 2524-9276010 PERFORATED SQUARE STEEL TUBE POSTS LF 518 $10.25 $5,309.50 0.00 $0.00 73 2524-9325001 TYPE A SIGNS, SHEET ALUMINUM SF 355 $20.60 $7.313.00 0.00 $0.00 74 2525-0000100 TRAFFIC SIGNALIZATION LS 1 $210,000.00 $210.000.00 0.00 $0.00 75 2526-USWOO CONSTRUCTION SURVEY LS 1 $21,600.00 $21.600.00 0.33 $7,0W00 76 2527-9263109 PAINTED PAVEMENT MARKING, WATERBORNE OR SOLVENT -BASED STA 131 $71.0 $9,301.00 0.00 $0.00 77 2527-9263117 PAINTED PAVEMENT MARKINGS, DURABLE STA 88 $123.75 $10.890.00 0.00 $0.00 78 2527-9263131 WET RETROREFLECTIVE REMOVABLE TAPE MARKINGS STA 191 $108.25 $20.675.75 0.00 $0.00 79 2527-9263137 PAINTED SYMBOLS AND LEGENDS, WATERBORNE OR SOLVENT -BASED EACH 13 $92.75 $1,205.75 0.00 $0.00 80 2527-9263143 PAINTED SYMBOLS AND LEGENDS, DURABLE EACH 29 $216.50 $6,278.50 0.00 $0.00 81 2527-9263152 PRE-CUT SYMBOLS AND LEGENDS, REGULAR MARKING TAPE EACH 14 $103.00 $1,442.00 0.00 $0.00 82 2527-9263180 PAVEMENT MARKINGS REMOVED STA 8 $62.00 $496.00 0.00 $0.00 83 2528-8400048 TEMPORARY BARRIER RAIL, CONCRETE LF 4.551 $7.90 $35,952.90 0.00 $0.00 84 2528-8445110 TRAFFIC CONTROL LS 1 $18,335.00 $18,335.00 0.33 $5,989.43 85 2528-8445113 FLAGGERS EACH 15 $450.00 $6,750,00 5.00 $2,250.00 86 2528-9290050 PORTABLE DYNAMIC MESSAGE SIGN (PDMS) CDAY 240 $62.00 $14,880.00 12J00 $744.00 87 2533.4980005 MOBILIZATION LS 1 W2.000.001 5442,000.00 0.25 $110,500.00 88 2554-0114012 WATER MAIN,TRENCHED, POLYVINYL CHLORIDE PIPE (PVC), 121N. LF 610 580.50 $49.105.00 827.00 $%473.50 89 2554-0202400 FITTINGS BY COUNT, POLYVINYL CHLORIDE (PVC), EACH 7 $600.00 $4.200.00 13.00 $7.800.00 90 2554-0207012 VALVE, GATE, DIP, 121N. EACH 4 $2,575.00 $10,300.00 5.00 $12.875.00 91 2554-0208012 TAPPING VALVE ASSEMBLY, 121W EACH 4 $23,700,00 $94,80000 100 $23,700.00 92 2554-0210201 FIRE HYDRANT ASSEMBLY, WM-201 EACH 10 $7,210.00 $72,10000 8.00 $57,680.00 93 2599-9999005 ADJUSTMENT OF FIXTURES EACH 20 $465.00 $9300.00 000 $0,00 94 2599-9999005 WATERMAIN VERTICAL RELOCATION EACH 2 $9,475.00 $18,950.00 1.00 $9,475.00 95 2599-9999010 SUBMERSIBLE CENTRIFUGAL STORMWATER PUMPS LS 1 $83,925.00 $83,925.00 0.00 $0.00 96 2599.9999010 ELECTRICAL SYSTEM FOR STORMWATER PUMPS LS 1 $47,210.00 $4T21000 0.00 $0.00 97 2599-9999010 STORMWATER POLLUTION PREVENTION PLAN(SWPPP), MANAGEMENT LS 1 $5,720.00 $5,720.00 0.27 $1,544.40 98 2599-9999010 UNDERPASS LIGHTING LS 1 $14,420.00 $14,420T0 0.00 $0.00 PRS2017-0630SE AJices Road Phase 0.slsm =...orap..ucwm.mmwxsm��nmosE er.®a®en..o 4a.m Page 2 of 4 99 2599-9999018 ANTI -GRAFFITI COATING SY 9]5 $19.60 $19,012.50 000 $0.00 100 2599-9999020 GRANULAR BEDDING TON 525 $36.00 $18,900.00 308.09 $11,091,24 101 2601-2634100 MULCHING ACRE ] $e75.00 $6,125.00 0.00 $0,00 102 2601-2636044 SEEDING AND FERTILIZING (URBAN) ACRE ) 51,415.00 $9,905.00 0.00 $0.00 103 2601-2642120 STABILIZING CROP- SEEDING AND FERTILIZING (URBAN) ACRE 10 $670.00 $6.700.00 0A0 $0.00 104 2602-0000020 SILT FENCE LF 3;656 $1.80 $6,580.80 0.00 $0.00 106 2602-0000030 SILT FENCE FOR DITCH CHECKS LF 810 $1.80 $1 458.00 0.00 $0.00 106 2602-0000011 REMOVAL OF SILT FENCE OR SILT FENCE FOR DITCH CHECKS LF 3,465 $0.50 $1,732.50 000 $0.00 107 2602-0000101 MAINTENANCE OF SILT FENCE OR SILT FENCE FOR DITCH CHECK LF 347 $1.00 $34Z00 0.00 $0.00 108 2602-0000130 TEMPORARY SEDIMENT CONTROL BASIN EACH 32 $215.00 $6,880.00 000 $0.00 109 2602-0000312 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE, 121N. DIA. LF 1,320 $3,15 $4.158.00 703,00 52,214,45 110 2602-000035O REMOVAL OF PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE LF 1.320 $0.50 $660.00 0.00 $0,00 111 2602-0010010 MOBILIZATIONS, EROSION CONTROL EACH 3 $500.00 $1,50000 0.00 $0,00 112 2602-0010020 MOBILIZATIONS, EMERGENCY EROSION CONTROL EACH 1 $1,000.00 $1,000.00 1.00 $1,000.00 TOTAL $6,474,018.95 $1,210ABJ]2 PRS2e17-0630SE Nice. Road PFase d..e. ..:y.,_wu�ro.. waa.noaism.w,rmio-sEu�wdem....mm Page 3 of 4 MATERIALS STORED SUMMARY Description #of Units Unit Price Extended Cost TOTAL $0.00 PAY REQUEST SUMMARY Total Approved Total Completed Contact Price $6,474,076.95 $1,210.483.72 Approved Change Order $0.00 Approved Change Order 2 $0.00 Approved Change Order 3 Woo Revised Contract Price $6,474,O76.95 $1210,48372 Materials Stored 50.00 Raised,(3% to a maximum of$30.000) $30,000.00 Total Earned Less Retainage $1,180.483.72 A Total Previously Approved (list each) Pay Request $173.236,33 Pay Request $268.375,60 Pay Request $102,682,91 Pay Request $225.576,76 Pay Requests Pay Request Pay Request] Pay Request Pay Request Pay Request 10 Total Previously Approved $769,871.60 Amount Due This Request $410,612.12 Percent Complete 18.7% Percent of Contract Period Utilized (In Calendar Days, Based on Notice to Proceed Dale 8 Contract Completion Date) 39.7% The amount $410 612.12 is recommended for approval for payment in accordance with the terms of the Contract Contractor. mends, TitM4 4 W. Necoelm4eNNa9y: 0b4 Or. "'ft of guttered. ' udrz 4iure No. �IIN. Name Dale IOare Cape PR5-2017-06365E Micas Road Phase 4.slsm .+>.._.ww�_.Kam—Asnays—aava,--nao n..,.m. Page 4 of 4